ITN_GRM260331_Development_-_Affordable_Housing_-_Lot__2220-005-003_-_Exhibit_H_-_Suntran_Restroom_and_Kiosk_ARCH.pdf

CIVIL:

KIMLEY - HORN

201 NORTH FRANKLIN STREET, SUITE 1400

TAMPA, FLORIDA 33602

P: 813.620.1460

STRUCTURAL:

BNI ENGINEERS

2002 N LOIS AVE., SUITE 650

TAMPA, FLORIDA 33607

P: 561.623.7081

MECHANICAL, ELECTRICAL AND PLUMBING:

6005 BENJAMIN ROAD, SUITE A

TAMPA, FL 33634

P: 813.867.4899

PROJECT LOCATION MAP

NOT TO

SCALE

LOCATION

MAP

PROJECT OWNER

CLIENT: CITY OF OCALA - SunTran 03 - Union Station

501 NE 1st Avenue, Ocala, Florida 34470

PROPOSED BUILDING

LOCATION

FLORIDA LICENSE No: AR95989

Carbon design & Architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project NA:

CLIENT DATA

Client:

ARCHITECT DATA

Project Description

ENGINEER DATA

SHEET DATA

ISSUE DATA

All reproduction & intellectual property rights reserved © 2023 Date Printed

ALL DRAWINGS AND IMAGES ARE THE PROPERTY OF

Carbon design & architecture, LLC

AND SHALL NOT BE USED WITHOUT THE EXPRESSED PERMISSION OF

Carbon design & archtiecture, LLC.

An original design of a building created in any tangible medium of expression, including a constructed building or architectural plans, models, or drawings, is subject to copyright protection as an “architectural work” under section 102 of the Copyright Act (title 17 of the United States Code), as amended on December 1, 1990. Protection extends to the overall form as well as the arrangement and composition of spaces and elements in the design but does not include individual standard features or design elements that are functionally required.The term “building” means structures that are habitable by humans and intended to be both permanent and stationary, such as houses and office build-ings and other permanent and stationary structures designed for human occu-pancy, including, but not limited to, churches, museums, gazebos, and garden pavilions. COPYRIGHT 2023

OCALA SUNTRAN RESTROOMS & KIOSK

100% CD's Set

501 NE 1st Ave.

Ocala, FL 34470

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

05.28.24

City of Ocala SunTran -Union Station- Restrooms and Ticketing Kiosk

GENERAL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

A-000 COVER SHEET 05.28.24

A-001 PROJECT DESCRIPTION, GENERAL NOTES, CODE

ANALYSIS, SYMBOL LEGEND

01/26/24

ARCHITECTURAL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

A-101 FIRST FLOOR PLAN & REFLECTED CEILING PLAN 05/28/24

A-102 ROOF PLAN 05/28/24

A-103 FINISH FLOOR PLAN, ENLARGED TICKET

COUNTER + SCHEDULE

05/28/24

A-201 EXTERIOR ELEVATIONS 05/28/24

A-301 BUILDING SECTIONS 05/28/24

A-302 WALL SECTIONS 05/28/24

A-401 TYPICAL ACCESSIBILITY AND MOUNTING

HEIGHTS

05/28/24

A-402 ENLARGED RESTROOM PLANS AND ELEVATIONS 05/28/24

A-501 WALL TYPES 05/28/24

A-502 ROOF DETAILS 05/28/24

A-503 DOOR, WINDOW AND LOUVER DETAILS 05/28/24

A-504 CEILING DETAILS 05/28/24

A-505 INTERIOR DETAILS 05/28/24

A-506 MILLWORK DETAILS 05/28/24

A-601 DOOR, HARDWARE, LOUVER AND WINDOW

SCHEDULE

05/28/24

STRUCTURAL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

S-100 ABBREVIATIONS AND SYMBOLS 01/30/24

S-101 STRUCTURAL NOTES 01/30/24

S-102 STRUCTURAL NOTES 01/30/24

S-103 STRUCTURAL PLAN SPECIFICATIONS 01/30/24

S-111 ROOF WIND AND WALL DIAGRAM 01/30/24

S-200 GROUND FLOOR AND ROOF FRAMING 01/30/24

S-301 WALL SECTIONS 01/30/24

S-401 ALL SCHEDULES 01/30/24

S-402 ALL SCHEDULES 01/30/24

S-511 SLAB ON GRADE DETAILS 01/30/24

S-521 MASONRY DETAILS 01/30/24

S-721 WOOD ROOF DETAILS 01/30/24

MECHANICAL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

M-000 LEGEND - HVAC 01/26/24

M-001 SPECIFICATIONS - HVAC 01/26/24

M-201 FIRST FLOOR PLAN - HVAC 01/26/24

M-801 SCHEDULES - HVAC 01/26/24

M-901 DETAILS - HVAC 01/26/24

ELECTRICAL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

E -000 LEGEND - ELECTRICAL 01/26/24

E -001 SPECIFICATIONS - ELECTRICAL 01/26/24

E -002 SCHEDULES - ELECTRICAL 01/26/24

E -100 SITE PLAN - ELECTRICAL 01/26/24

E -201 FIRST FLOOR PLAN - POWER 01/26/24

E -301 FIRST FLOOR PLAN - LIGHTING 01/26/24

E -501 RISER DIAGRAM - ELECTRICAL 01/26/24

E -901 DETAILS - ELECTRICAL 01/26/24

E -902 DETAILS - ELECTRICAL 01/26/24

E-903 DETAILS - ELECTRICAL 01/26/24

PLUMBING INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

P0.00 PLUMBING ABBREVIATIONS, NOTES AND

SYMBOLS

01/26/24

P-201 FIRST FLOOR PLAN - GRAVITY 01/26/24

P-301 FIRST FLOOR PLAN - PRESSURE 01/26/24

P-501 RISER DIAGRAMS - PLUMBING 01/26/24

P-601 SCHEDULES - PLUMBING 01/26/24

P-901 DETAILS - PLUMBING 01/26/24

CIVIL INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

C01 COVER SHEET 01/26/24

C02 DEMOLITION PLAN 01/26/24

C03 LAYOUT AND GRADING PLAN 01/26/24

C04 STORMWATER POLLUTION PREVENTION PLAN 01/26/24

C05 CONSTRUCTION DETAILS 01/26/24

PROJECT

LOCATION

FIRE PROTECTION INDEX

SHEET

NO. DESCRIPTION

ISSUE

DATE REV.

REV.

DATE

FP-000 LEGEND - FIRE PROTECTION 01/26/24

FP-201 FIRST FLOOR PLAN - FIRE PROTECTION 01/26/24

FP-901 DETAILS - FIRE PROTECION 01/26/24

No: Description: Date:

ABBREVIATIONS

AC ACOUSTICAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

A/C AIR CONDITIONING UNIT

AHU AIR HANDLING UNIT

ALUM. ALUMINUM

APPROX. APPROXIMATELY

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BUR BUILT UP ROOF

CAB. CABINET

CB CATCH B ASIN

CEM. CEMENT

CT CERAMIC TILE

CJ CONTROL JOINT

CLKG CAULKING

CLNG CEILING

CLR. CLEAR

CLO. CLOSET

CMU CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CL CENTER LINE

DTL DETAIL

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DN DOWN

D.O. DOOR OPENING

DWG. DRAWING

EA. EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

ELEC. ELECTRTICAL

ELEV. ELEVATOR

EA. EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

ELEC. ELECTRTICAL

ELEV. ELEVATOR

EQ. EQUAL

EXIST. EXISTING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF. FINISH FLOOR

FIN. FINISH

FL FLOOR

FLASH. FLASHING

FP FIRE PROOFING

FT FEET / FOOT

GALV. GALVANIZED

GL. GLASS

GWB GYPSUM WALL BOARD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ. HORIZONTAL

HP HIGH POINT

HVAC HEATING, VENTILATION & A/C

IN. INCH / INCHES

INSUL. INSULATION

LT. WT. LIGHT WEIGHT

MAX MAXIMUM

MECH MECHANICAL

MFG. MANUFACTURING

MIN. MINIMUM

MISC. MISCELLANEOUS

MO. MASONRY OPENING

MTL. METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OVHD. OVERHEAD

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATIONS

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

TEL. TELEPHONE

TYP. TYPICAL

U.L. UNDERWRITERS LAB.

U.N.O. UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VIF VERIFY IN FIELD

W/ WITH

W.C. WATER CLOSET

W.P. WATERPROOFING

PTD. PAINTED

QTY. QUANTITY

R.D. ROOF DRAIN

REQD. REQUIRED

CODE ANALYSIS

THE FOLLOWING IS A LIST OF APPLICABLE CODES FOR THE PROJECT. WHERE DIFFERENT REQUIREMENTS ARE SPECIFIED BY THE FLORIDA FIRE PREVENTION CODE AND THE FLORIDA BUILDING CODE, THE MOST STRINGENT

AND RESTRICTIVE REQUIREMENTS ARE APPLICABLE AND ARE NOTED IN THIS OUTLINE.

A. FLORIDA BUILDING CODE (FBC) 2023, BUILDING - 8TH EDITION (WITH SUPPLEMENTS)

B. FLORIDA BUILDING CODE (FBC) 2023, ACCESSIBILTY, 8TH EDITION

C. FLORIDA BUILDING CODE (FBC) 2023 - 8TH EDITION - MECHANICAL, ENERGY CONSERVATION, FUEL GAS, PLUMBING

D. FLORIDA FIRE PREVENTION CODE (FFPC) 2023, 8th EDITION E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101), LIFE SAFETY CODE 2021 EDITION

F. NFPA 1, FIRE CODE, 2021

BUILDING/ZONING: CITY OF OCALA, FLORIDA

FIRE JURISDICTION: CITY OF OCALA, FLORIDA

APPLICABLE CODES

BUILDING DATA

LOW HAZARD - RISK CATEGORY I

RISK CATEGORY OF

BUILDINGS

OCCUPANCY CLASSIFICATION AND USE

DESIGNATION OCCUPANCY:

-BUSINESS (OFFICE) - GROUP B; FBC 304.1

TYPE OF

CONSTRUCTION

(FBC SECTION 1604.5)

(FBC CHAPTER 3) (NFPA 101 CHAPTER 26)

(FBC CHAPTER 6 - SECTION 601)

CONSTRUCTION TYPE: V (SPRINKLERED)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS

(TABLE 601)

BUILDING ELEMENT RATING

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS

EXTERIOR 0 HOURS

INTERIOR 0 HOURS

NONBEARING WALLS & PARTITIONS

EXTERIOR 0 HOURS

INTERIOR 0 HOURS

FLOOR CONSTRUCTION AND ASSOC. SECONDARY MEMBERS 0 HOURS

ROOF CONSTRUCTION AND ASSOC. SECONDARY MEMBERS 0 HOURS

ALLOWABLE BUILDING HEIGHT &

AREAMAX. ALLOWABLE BUILDING HEIGHT: 60'-0"

PROPOSED BUILDING HEIGHT: 14'-6"

MAX. ALLOWABLE NUMBER OF STORIES: 3

PROPOSED NUMBER OF STORIES: 1

MAX. ALLOWABLE AREA: 36,000 SF

PROPOSED BUILDING AREA: 1ST FLOOR 460 SF

SEPARATION OF OCCUPANCIES

(FBC CHAPTER 5) (TYPE VB - NON SPRINKLERED)

REQUIRED SEPARATION FOR STORAGE, LOW & ORDINARY HAZARD - BUSINESS = NONE

(FBC TABLE 508.4 & NFPA 101 - TABLE 6.1.14.4.1) (USING MOST STRINGENT)

MEANS OF EGRESS

MEANS OF EGRESS

OCCUPANT LOAD

FIRST FLOOR:

-S-1 STORAGE

CALCULATION: 72 SF / 300 GROSS = 1 OCC.

-ELECTRICAL ROOM: 37 SF / 300 GROSS = 1 OCC.

-BUSINESS

CALCULATION: 82 SF / 150 GROSS = 1 OCC.

-(3) SINGLE USE BATHROOMS -EXTERIOR ACCESS: (4) X 1 OCC. = 3 OCC.

FIRST FLOOR TOTAL OCCUPANT LOAD = 6 OCC.

(FBC CHAPTER 10)

EGRESS WIDTH

(FBC TABLE 1004.5) (NFPA 101 TABLE 7.3.1.2)

(FBC 1005.3.2)

FLOOR CALCULATIONS REQUIRE

D

PROVIDED

1ST FLOOR 0.2 X 51 10.2" 141"

EXIT ACCESS (SPRINKLERED

BUILDING)

(FBC 1006) (USING MOST STRINGENT OF S2 & B @ 1ST FL):

MAX. COMMON PATH OF TRAVEL (FBC 1006.2.1) 1ST FL 100' MAX LESS THAN 100'

MAX. TRAVEL DISTANCE (FBC TABLE 1017.2) 1ST FL 200' MAX

DEAD END CORRIDOR (FBC SECTION 1020.4) 1ST FL 20' MAX NONE

LESS THAN 100'

PROJECT DESCRIPTION

THE WORK CONSISTS OF A NEW TICKET SALES AND RESTROOM KIOSK INCLUDING BUT NOT LIMITED TO:

-A NEW SEPARATE CMU ENCLOSURE WITH SLOPED ROOF BUILDING TO SERVE AS TICKET SALES POINT AND PUBLIC

RESTROOMS.

INTERIOR FINISHES

INT. EXIT STAIRWAYS AND RAMPS & EXIT

PASSAGEWAYS

WALL AND CEILING FINISHES FBC 803.1.1 & TABLE 803.11

FLOOR FINISH FBC 804

W

AL

L

AN

D C

EI

LI

N G

S

FL

O O

R

CORRIDORS & ENCLOSURE FOR EXIT ACCESS

STAIRWAYS

N/A

CLASS C: FLAME SPREAD 76-200; SMOKE

DEVELOPED 0-450

ROOMS & ENCLOSED SPACES

INTERIOR FLOOR FINISH IN EXIT ENCLOSURES,

EXIT PASSAGEWAYS, CORRIDORS & ROOMS CLASS II: 0.22 watts/cm² OR GREATER

INT. EXIT STAIRWAYS AND RAMPS & EXIT

PASSAGEWAYS

W

AL

L

AN

D C

EI

LI

N G

(G

R O

U P

B)

FL

O O

R

N/A

CORRIDORS & ENCLOSURE FOR EXIT ACCESS

STAIRWAYS

N/A

CLASS C: FLAME SPREAD 76-200; SMOKE

DEVELOPED 0-450

ROOMS & ENCLOSED SPACES

INTERIOR FLOOR FINISH IN EXIT ENCLOSURES,

EXIT PASSAGEWAYS, CORRIDORS & ROOMS CLASS II: 0.22 watts/cm² OR GREATER

N/A

SYMBOL DESCRIPTION

NORTH ARROW

SYMBOL LEGEND

INDICATES

DIRECTION OF

TRUE NORTH

1 VIEW TITLE

1/8" = 1'-0"

VIEW NUMBER,

TITLE, & SCALE

A101

TYP

A101

TYP

VIEW #

ON

SHEET

SHEET #

BUILDING SECTION

TAG

A101

TYP

VIEW #

ON

SHEET

SHEET #

WALL / PARTIAL

SECTION TAG

A101

TYP

VIEW #

ON

SHEET

SHEET #

ELEVATION TAGS

A101

EXTERIO

R

INTERIO

R

VIEW #

ON

SHEET

SHEET

EQUIPMENT

TAG

FINISH TAG

DEMO KEYNOTE

TAG

X WALL TAG? DOOR TAG

ROOM

NAMEROOM

NUMBER

ROOM NAME

101A

# WINDOW TAG

SLOPE ARROW

1 REVISION TAG

BREAK LINE

L# LOUVER TAG

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

CONCRETE

GYPSUM

STUCCO

INSULATION

WOOD

STEEL

ALUMINUM

PLYWOOD

AREA NAME

AREA

0 COLUMN GRID

DESIGNATIONS

MATCHLINE

TYPICAL MATERIALS

MASONRY

PROJECT LIMIT

LINE

VIEW #

ON

SHEET

SHEET

CALLOUT TAGS

N.T.S

CONCRETE

A10

SI

M

INDICATES EXISTING AREA NOT IN CONTRACT

TILE / STONE

Name Elevation ELEVATION TAGName

Elevation

NEW KEYNOTE

TAG

CATEGORY

KEYNOTE

TAG

AREA NAME

150 SF

12'-8"

T.O.B. SPOT

ELEVATION

SLOPE

1/4" / FT.

GENERAL CONSTRUCTION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

1.

2.

3.

A.

B.

C.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

K. GENERAL NOTES:

ALL WORK TO COMPLY WITH ALL LOCAL, STATE, NATIONAL AND

FEDERAL REGULATIONS HAVING JURISDICTION OVER THIS

PROJECT.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH BUILDING

REGULATIONS AND IN A QUALITY WORKMANSHIP LIKE MANNER.

BEFORE COMMENCING WORK, THE CONTRACTOR SHALL VERIFY

ALL DIMENSIONS & EXISTING CONDITIONS IN THE FIELD. ANY

DISCREPANCY BETWEEN THE EXISTING CONDITIONS & THE

CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO THE

PREPARATION OF BID AND START OF WORK.

IF FIELD CONDITIONS NECESSITATE ANY CHANGES OR

MODIFICATIONS, THE CHANGES OR MODIFICATIONS MUST BE

APPROVED BY THE ARCHITECT AND OWNER PRIOR TO

PROCEEDING WITH WORK.

ALL EXISTING WORK NOT INDICATED FOR DEMOLITION SHALL BE

PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL DAMAGE CAUSED BY THE CONSTRUCTION

PROCESS.

THE CONTRACTOR SHALL COORDINATE ALL APPLICABLE WORK

WITH ALL ASSOCIATED TRADES.

THE CONTRACTOR SHALL ESTABLISH ALL ITEMS WHICH REQUIRE

IMMEDIATE PROCESSING DUE TO LONG LEAD ORDERING TIME. A

LIST OF THESE ITEMS SHALL BE SUBMITTED TO THE ARCHITECT

AND OWNER WITHIN ONE WEEK AFTER THE CONTRACT IS

AWARDED.

THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO

THE ARCHITECT AND OWNER WITHIN ONE WEEK AFTER THE

AWARD OF THE CONTRACT.

ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS THROUGH

THE CONTRACTOR. ONCE CHECKED, THE CONTRACTOR SHALL

SUBMIT THE SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL

BEFORE PROCEEDING WITH FABRICATION AND INSTALLATION.

MANUFACTURER'S DIRECTIONS FOR APPLICATION, INSTALLATION

AND METHODS SHALL BE FOLLOWED AND ARE HEREWITH MADE A

PART OF THE CONSTRUCTION DOCUMENTS.

INSURANCE: THE CONTRACTOR AND EACH SUBCONTRACTOR

NEEDS WORKMAN'S COMPENSATION AS REQUIRED BY LAW, AND

OWNER REQUIREMENTS AND SUFFICIENT PROTECTION FOR

CLAIMS FOR PERSONAL INJURY, INCLUDING DEATH, SHOULD THEY

ARISE FROM OPERATIONS UNDER CONTRACT.

CONTRACTOR IS TO EXERCISE SPECIAL CARE IN THE HANDLING OF

MATERIALS, EQUIPMENT AND RUBBISH TO AVOID INCONVENIENCE

AND ANNOYANCE TO ADJACENT BUILDINGS AND TENANT AREAS.

ALL PHASING AND ALTERNATE DAILY ROUTES DURING

CONSTRUCTION SHALL BE DEVELOPED BY THE CONTRACTOR AS

PART OF THEIR MEANS AND METHODS. COORDINATE ALL PHASING

WITH THE OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

INSTALLATION OF SAFETY BARRICADES TO ENSURE SAFETY INSIDE

THE BUILDING DURING CONSTRUCTION IN AREAS AFFECTED BY

THIS CONTRACT.

MEANS OF EGRESS SHALL BE CONTINUOUSLY MAINTAINED FREE

OF ALL OBSTRUCTIONS IN CASE OF FIRE OR OTHER EMERGENCY.

ALL PENETRATIONS PASSING THROUGH RATED PARTITION

ASSEMBLIES SHALL MAINTAIN THE INTEGRITY OF THE EXISTING

AND/OR NEW RATED PARTITION PER F.B.C. 714.4.1

NO SUBSTITUTIONS ARE TO BE MADE WITHOUT APPROVAL BY THE

ARCHITECT AND OWNER. CONTRACTOR TO SUBMIT SUBSTITUTE

MATERIAL SPECIFICATIONS FOR APPROVAL IN WRITING TO THE

ARCHITECT AND OWNER PRIOR TO COMMENCEMENT OF WORK.

CONTRACTOR SHALL HAVE AN ENGLISH-SPEAKING SUPERVISOR /

REPRESENTATIVE ON THE WORK SITE AT ALL TIMES, WHO SHALL

BE THOROUGHLY KNOWLEDGEABLE OF ALL PLANS,

SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS AND HAS

THE AUTHORITY TO ACT ON THE CONTRACTOR'S BEHALF.

ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING

UTILITIES PRIOR TO COMMENCING WORK.

ALL FORMS AND APPROVALS USED ARE TO BE AIA FORMS /

CONTRACT DOCUMENTS AND REQUIRE THE ARCHITECT TO BE THE

ACTIVE PARTICIPANT FOR PROCESSING AND APPROVAL

THROUGHOUT THE PROJECT.

PRIOR TO COMMENCING ANY CHANGE ORDER IN THE WORK THE

CONTRACTOR SHALL SUBMIT THE CHANGE ORDER REQUEST

FORM (AIA G709) TO THE ARCHITECT.

THE CONTRACTOR SHALL NOT PROCEED ON ANY CHANGE ORDER

UNTIL HAVING RECEIVED THE SIGNED CHANGE ORDER FORM (AIA

G701) FROM THE ARCHITECT

CONTRACTOR SHALL INCLUDE A TIME IMPACT ANALYSIS

ILLUSTRATING THE INFLUENCE OF EACH CHANGE OR DELAY UPON

THE CURRENT SCHEDULE WITH ANY CHANGE ORDER SUBMITTAL.

L. DEMOLITION GENERAL NOTES:

CONTRACTOR SHALL PROTECT EXISTING ADJACENT

CONSTRUCTION AND OPERATIONS PRIOR TO STARTING DEMO

WORK.

DEMOLITION SERVICES AND TEMPORARY WORK PLANNED BY

CONTRACTOR SHALL NOT IN ANY WAY INTERFERE WITH DAY-TO-

DAY OPERATIONS WITHIN THE AFFECTED AND/ OR ADJACENT

AREAS. COORDINATE WORK WITH ALL TRADES.

TEMPORARY WORK SHALL INCLUDE (BUT NOT BE LIMITED TO) THE

FOLLOWING:

TEMPORARY LIGHT AND POWER.

TEMPORARY WALLS AND / OR FLOORING.

BARRICADE PARTITIONS @ EGRESS CORRIDORS.

CONTRACTOR SHALL COORDINATE ALL DEMOLITION AND

TEMPORARY WORK W/ OWNER AS REQUIRED, AND SHALL MAKE

ARRANGEMENTS FOR REMOVAL OF DEBRIS AND HAULING FROM

PREMISES WITH A MIN. OF DISTURBANCE ON A DAILY BASIS.

CONTRACTOR TO PROVIDE 72 HOURS PRIOR NOTICE TO BUILDING

OWNER FOR SHUTDOWNS OF ALL MEP & F UTILITIES.

THE DRAWINGS DO NOT INTEND TO SHOW ALL OBJECTS EXISTING

AT THE SITE. THE CONTRACTOR MUST VERIFY AT SITE ALL

OBJECTS TO BE PRESERVED AND REPORT TO ARCHITECT IN

WRITING ANY DISCREPANCIES OR QUESTIONABLE ITEMS.

USE ALL MEASURES NECESSARY TO PROTECT EXISTING OBJECTS

DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE,

IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS

NECESSARY TO MEET THE APPROVAL OF THE ARCHITECT AND

OWNER AT NO ADDITIONAL COST.

PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL

CAREFULLY INSPECT THE ENTIRE SITE OF ALL OBJECTS, UTILITIES

AND STRUCTURES TO BE REMOVED AND/OR PRESERVED TO

DETERMINE REQUIREMENTS FOR PROTECTION OR

DISCONNECTION AND CAPPING OF WORK IN ACCORDANCE W/

REQUIREMENTS OF THE UTILITY COMPANY, OR GOVERNMENT

AGENCIES INVOLVED.

THE CONTRACTOR SHALL RE-ROUTE AND/OR CAP OFF ALL

UNUSED UTILITIES COMING INTO THE SPACE AFTER CHECKING

WITH THE ARCHITECT. ALL UTILITIES, IF NOT BEING RE-ROUTED

SHALL BE CAPPED OFF AS REQUIRED BY CODE IN PARTITIONS,

FLOORS AND CEILINGS. ALL ADJACENT AREAS TO REMAIN IN

FULL OPERATION.

CONTRACTOR SHALL NOTIFY OWNER SEVEN CALENDAR DAYS

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL EXISTING

UTILITIES. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

ALL EGRESS ROUTES SHALL BE MAINTAINED, UNOBSTRUCTED

DURING CONSTRUCTION.

COORDINATE W/ MEPF & STRUCTURAL FOR REQUIRED SLAB AND

WALL PENETRATIONS & OPENINGS.

ALL CONSTRUCTION AND DEMOLITION WORK SHALL COMPLY WITH

THE LATEST EDITION OF OSHA STANDARDS AND REGULATIONS.

CONTRACTOR TO PROVIDE TEMPORARY FENCING AND LOCKING

GATE ENTRANCE TO SECURE THE SITE.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

1.

2.

3.

1.

2.

1.

2.

3.

1.

2.

1.

2.

1.

2.

3.

4.

1.

2.

1.

2.

3.

4.

5.

6.

A.

B.

7.

8.

9.

10.

11.

12.

13.

14.

A. CUTTING AND PATCHING:

EXAMINE EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT

TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING.

AFTER UNCOVERING WORK, ASSESS CONDITIONS AFFECTING

PERFORMANCE OF WORK.

EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER

WORK, AND WHICH WILL PROVIDE APPROPRIATE SURFACES TO

RECEIVE PATCHING AND FINISHING.

RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS.

FIT WORK TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND

OTHER PENETRATIONS THROUGH SURFACES.

REFINISH SURFACES TO MATCH ADJACENT FINISHES. FOR

CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION;

FOR AN ASSEMBLY, REFINISH ENTIRE UNIT.

B. ALTERATION PROJECT PROCEDURES:

MATCH EXISTING PRODUCTS AND WORK FOR PATCHING AND

EXTENDING WORK

CUT, MOVE, OR REMOVE ITEMS AS NECESSARY FOR ACCESS TO

ALTERATIONS AND RENOVATION WORK; REPLACE AND RESTORE

AT COMPLETION.

REMOVE UNSUITABLE MATERIAL NOT MARKED FOR SALVAGE,

SUCH AS ROTTED WOOD, CORRODED METALS, DETERIORATED

MASONRY AND CONCRETE; REPLACE MATERIALS AS SPECIFIED

FOR FINISHED WORK.

REMOVE DEBRIS AND ABANDONED ITEMS FROM AREA AND FROM

CONCEALED SPACES.

COORDINATE WORK OF ALTERATION AND RENOVATION WORK

WITH OWNER FOR ACCESS AND MINIMAL CONFLICT WITH NORMAL

OPERATION OF THE FACILITY.

C: FINISHES:

WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, MAKE A

SMOOTH AND EVEN TRANSITION. PATCH WORK TO MATCH

EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE.

WHEN FINISHED SURFACES ARE CUT SO THAT A SMOOTH

TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE

EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE

OF DIVISION AND MAKE RECOMMENDATIONS TO ARCHITECT.

AT COMPLETION OF WORK IN EACH AREA, CLEAN AND RETURN

SPACE TO A CONDITION SUITABLE FOR USE BY OWNER.

D. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS:

PRIOR TO STARTING WORK, CONTRACTOR SHALL NOTIFY

AUTHORITIES AND/OR OWNERS OF EXISTING CONSTRUCTION AND

UTILITIES, ON OR ADJACENT TO SITE, THAT MAY BE AFFECTED BY

WORK UNDER THIS CONTRACT.

PROTECT SUCH ITEMS AGAINST DAMAGE. CONTRACTOR SHALL BE

RESP0NSIBLE FOR RELOCATION OF UTILITIES AND CONSTRUCTION

MADE NECESSARY BY WORK UNDER THIS CONTRACT, WHETHER

TEMPORARY OR PERMANENT.

E. BARRIERS:

PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO

CONSTRUCTION AREAS AND TO PROTECT EXISTING FACILITIES

AND ADJACENT PROPERTIES FROM DAMAGE.

PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS,

SITE AND STRUCTURES FROM DAMAGE.

PROVIDE ACCESS DOORS WITH SELF-CLOSING HARDWARE AND

LOCKS. CLOSERS SHALL NOT BLOCK REQUIRED LEGAL EGRESS

ROUTES.

F. SECURITY:

PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING

FACILITIES, AND OWNER'S OPERATIONS FROM UNAUTHORIZED

ENTRY, VANDALISM OR THEFT. COORDINATE WITH OWNER'S

SECURITY PROGRAM.

SHOULD IT BE NECESSARY FOR WORK TO BE CONDUCTED ON

WEEKENDS OR "OFF HOURS", THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE SECURITY OF THE PREMISES. THE

CONTRACTOR SHALL COORDINATE WITH THE OWNER IN ORDER TO

OBTAIN KEYS AND ARRANGE FOR THE RETURN OF KEYS.

G. PROGRESS CLEANING:

MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND

RUBBISH. MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION.

REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS,

CRAWL SPACES, AND OTHER CLOSED OR REMOTE SPACES, PRIOR

TO ENCLOSING THE SPACE.

H. TEMPORARY CONTROLS:

NOISE CONTROL: PROVIDE ALL NECESSARY REQUIREMENTS FOR

NOISE CONTROL DURING CONSTRUCTION PERIOD. CONFORM WITH

APPLICABLE OSHA REQUIREMENTS AND LOCAL ORDINANCES

HAVING JURISDICTION.

DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE

RAISING DUST FROM CONSTRUCTION OPERATIONS. PROVIDE

POSITIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING

INTO ATMOSPHERE.

DEBRIS CONTROL: MAINTAIN ALL AREAS FREE OF EXTRANEOUS

DEBRIS. PROVIDE CONTAINERS FOR DEPOSIT OF DEBRIS.

POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES

TO PREVENT CONTAMINATION OF SOIL, WATER, AND ATMOSPHERE

FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND

POLLUTANTS PRODUCED BY CONSTRUCTION OPERATIONS.

I. REMOVAL OF UTILITIES, FACILITIES AND CONTROLS:

CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF

TEMPORARY WORK.

RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO

ORIGINAL CONDITION. RESTORE PERMANENT FACILITIES USED

DURING CONSTRUCTION TO SPECIFIED CONDITION.

J. CONTRACT CLOSEOUT:

SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS

HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND THE

WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT

DOCUMENTS AND READY FOR ARCHITECT'S REVIEW.

PROVIDE SUBMITTALS TO ARCHITECT THAT ARE REQUIRED BY

GOVERNING OR OTHER AUTHORITIES.

SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL

ADJUSTED CONTRACT PRICE, PREVIOUS PAYMENTS, AND AMOUNT

OF REMAINING DUE.

ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE

SMOOTH AND UNHINDERED OPERATION.

INSTRUCT OWNER'S PERSONNEL IN OPERATION, ADJUSTMENT,

AND MAINTENANCE OF EQUIPMENT AND SYSTEMS, USING THE

OPERATION AND MAINTENANCE DATA AS THE BASIS OF

INSTRUCTION.

CONDUCT CLEANING AND DISPOSAL OPERATIONS TO COMPLY

WITH LOCAL ORDINANCES AND ANTI-POLLUTION LAWS.

DO NOT DISPOSE OF VOLATILE WASTES SUCH AS MINERAL

SPIRITS, OIL OR PAINT THINNER IN STORM OR SANITARY

SEWER.

DO NOT DISPOSE OF WASTES INTO STREAMS OR WATERWAYS.

USE MATERIALS WHICH WILL NOT CREATE HAZARDS TO

HEALTH OR PROPERTY, AND WHICH WILL NOT DAMAGE

SURFACES.

USE ONLY MATERIALS AND METHODS RECOMMENDED BY

MANUFACTURER OF MATERIAL BEING CLEANED.

PROVIDE CONTAINERS AND LOCATE ON SITE FOR COLLECTION OF

WASTE MATERIALS, RUBBISH AND DEBRIS, WHEN APPLICABLE.

EXECUTE CLEANING TO ENSURE THAT BUILDING, GROUNDS, AND

PUBLIC PROPERTIES ARE MAINTAINED FREE FROM

ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH.

USE EXPERIENCED WORKMEN, OR PROFESSIONAL CLEANERS FOR

FINAL CLEANING.

REMOVE TEMPORARY PROTECTION AND LABELS NOT REQUIRED

TO REMAIN.

VACUUM CARPET SURFACES AND POLISH HARD SURFACED FLOOR

FINISHES INSTALLED OR AFFECTED BY WORK.

CLEAN PERMANENT FILTERS OF VENTILATING EQUIPMENT AND

REPLACE DISPOSABLE FILTERS WHEN UNITS HAVE BEEN

OPERATED DURING CONSTRUCTION.

REMOVE WASTE, DEBRIS, AND SURPLUS MATERIALS FROM SITE.

CLEAN GROUNDS; REMOVE STAINS, SPILLS, AND FOREIGN

SUBSTANCES RESULTING FROM CONSTRUCTION WORK FROM

PAVED AREAS, AND SWEEP CLEAN. RAKE OTHER EXTERIOR

SURFACES, AS APPLICABLE.

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

DRAWN BY

PRINTED:24X36 SHEET

ARCH D

5/28/2024 6:08:52 PM

5/28/2024 6:08:52 PM

A-001

PROJECT DESCRIPTION,

GENERAL NOTES, CODE

ANALYSIS, SYMBOL

LEGEND100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

ACAI

ACAI

FE

TICKETS

UNISEX

STAFF

RESTROOM

UNISEX

STAFF

RESTROOM105

FEMALE

PUBLIC

RESTROOM

STORAGE103

ELECTICAL

ROOM/ I.T.

MALE

PUBLIC

RESTROOM

A-201

A-201

A-201

A-301

A-301

A

B

C

3' -1

5/

8" 5'

-1

3/ 4"

4' -1

/8

'-0

A-103

8'- 4"

'-0

(TYP. OF 3)

3 12

103 102

W1

L1

SEE NOTE 13

A-40

C3

C3

C1

C1 C3

C3

C1

C1

C1C3C3

D1

A3

B3 B3

B2 B2

B3

B2

D1

B2

B2

A1 A1

A1 A1

10'-3 3/4" 4'-0" 4'-0" 4'-0" 4'-0"

(TYP. OF

5)

341341

360 360360

360 360

207 207

4' -3

/2

9'

-8

/2

A1

L2

B2

37'-0"

27'-3 1/4" 9'-8 3/4"

37'-0"

3'-8 3/8" 3'-4" 5'-11 1/4" 3'-4" 10'-11 5/8" 2'-0 5/8"1'-9 1/2" 5'-10 3/4"

1'-0" 3'-4" 7'-3" 3'-4" 1'-2" 3'-4" 7'-11" 3'-4" 6'-4"

4'- 2"

4'- 2"

EQ

EQ

C1 A2

A2

104 105 106 101

FLOOR PLAN GENERAL

NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

SEAL ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS

WITH CONTINUOUS FIRE CAULKING.

DOOR FRAMES SHALL BE LOCATED MIN. 4" FROM ADJACENT

WALL UNLESS NOTED OTHERWISE. TYPICAL FOR ALL DOORS.

REFER TO TYP. ACCESSIBILITY DETAILS SHEET FOR DOOR

CLEARANCES

ALL DIMENSIONS ARE TO THE FACE OF STUD, OR

CMU/CONCRETE, UNLESS OTHERWISE NOTED. DIMENSIONS IN

ADA RESTROOMS AND OTHER ACCESSIBLE SPACE ARE FINISH

DIMENSIONS.

FIELD VERIFY ALL DIMENSIONS.

CONTRACTOR SHALL COORDINATE REQUIREMENTS OF

EQUIPMENT, DISPLAY SYSTEM, MILLWORK AND FURNITURE

PROVIDED BY OWNER. COORDINATE LOCATION OF ASSOCIATED

MECHANICAL, PLUMBING & ELECTRICAL WITH CUT SHEETS.

PROVIDE FIRE RATED FIRESTOPPING UL SYSTEM AS REQUIRED

AND SEAL ALL PENETRATIONS.

PRIOR TO ERECTING PARTITIONS, THE GENERAL CONTRACTOR

MUST VERIFY WITH THE VENDOR / SUPPLIER/ FABRICATOR OF

MILLWORK / CASEWORK WHERE BLOCKING WILL BE REQUIRED

AND MUST SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR

APPROVAL BEFORE COMMENCEMENT OF PARTITIONS AND

MILLWORK / CASEWORK CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING STEEL BACKING

AS REQUIRED FOR PLUMBING FIXTURES, WALL HUNG CABINETS,

COUNTERTOPS, EQUIPMENT, ETC. TO ENSURE ADEQUATE

SUPPORT.

WETHER IDENTIFIED ON THE PLANS OR NOT THE CONTRACTOR

SHALL SUPPLY ACCESS PANELS AS REQUIRED BY PLUMBING, AIR

CONDITIONING AND OTHER TRADES, AND AS REQUIRED BY

CODE. LOCATIONS AND TYPE OF PANEL TO BE REVIEWED AND

APPROVED BY ARCHITECT.

CONTRACTOR SHALL COORDINATE REQUIREMENTS OF

SECURITY DEVICES, CARD READERS, SECURITY CAMERAS, DOOR

HARDWARE, ETC. WITH OWNER REPRESENTATIVE.

CONTRACTOR TO COORDINATE AND VERIFY ALL AUDIOVISUAL

EQUIPMENT REQUIREMENTS AND LOCATIONS WITH OWNER

PRIOR TO COMMENCING UTILITIES ROUGH-IN.

13. RATED D1 WALL TO BE COMPLETED BOTH SIDES BEFORE

INSTALLING A3 WALL AT ROOM 104

FLOOR PLAN LEGEND

N.T.S

.NEW COLUMN. SEE STRUCTURAL DRAWINGS

NEW CONCRETE WALL. SEE PARTITION TYPES

NEW CMU WALL. SEE PARTITION TYPES

NEW INTERIOR PARTITION. SEE PARTITION TYPES

NEW FIRE RATED PARTITION. SEE PARTITION TYPES

NEW DOOR. SEE DOOR SCHEDULE AND DETAILS

NEW WINDOW OR LOUVER

XXX

W L

REFLECTED CEILING LEGEND

SYMBOL DESCRIPTION

N.T.S

2' X 2' ACOUSTICAL CEILING TILE AND GRID. SEE FINISH

SCHEDULE

SUSPENDED GYPSUM BOARD CEILING SYSTEM - SEE

A-504

LIGHT FIXTURES. SEE LIGHT FIXTURE SCHEDULE

(RE: ELECTRICAL DRAWINGS)

AIR RETURN (RE: MECHANICAL DRAWINGS)

AIR SUPPLY (RE: MECHANICAL DRAWINGS)

WALL MOUNTED FIRE ALARM HORN (RE: ELECTRICAL

DRAWINGS)

EXIT SIGN. (RE: ELECTRICAL DRAWINGS)

S SPEAKER. (RE: ELECTRICAL DRAWINGS)

SIGN WALL MOUNT (RE: ELECTRICAL DRAWINGS)

NOTES:

-SEE FLOOR PLAN FOR WALLS, PARTITIONS, DOORS, ETC.

-REFER TO ELECTRICAL PLAN FOR ALL LIGHTING.

-REFER TO MECHANICAL PLAN FOR ALL MECHANICAL ITEMS.

XX'-X"

ACT-1

DENOTES CEILING HEIGHT

DENOTES CEILING FINISH

SECURITY CAMERA (RE: ELECTRICAL DRAWINGS)

ACCESS PANEL

(RE: MECHANICAL DRAWINGS AND RCP NOTES)

A-301

A-301

A

B

C

A-504

A-504

A-504

A-504

8'-6"

METAL CANOPY

1' -6

1'-3"3' -3

/8

"7'-1 1/2"

2' -4

/8

2'

-1

1/ 4"

EQ EQ

3/ 8"

1'-8"

231 231

207 207

207 207

7'-1 1/2"

EQ

EQ

8"8"

3/

8"

2'-0 1/8"4'-0"

1' -0

/8

8'-9"

STUCCO

8'-9"

STUCCO

9'-0"

GWB

9'-0"

9'-0"

9'-0"

MALE

PUBLIC

RESTROOM

FEMALE

PUBLIC

RESTROOM

UNISEX

STAFF

RESTROOM

TICKETS

UNISEX

STAFF

RESTROOM

STORAGE

ELECTICAL

ROOM/ I.T.

1'-3" 1' -6

1HR-

GWB

GWB

GWB

349 347

349 347 205 355

1' -2

/8

1'-3"

TYP.

REFLECTED CEILING NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

BUILDING SYSTEMS, FIXTURES, AND DEVICES SHOWN ON

ARCHITECTURAL REFLECTED CEILING PLANS SUCH AS LIGHT

FIXTURES AND AIR DIFFUSERS ARE SHOWN TO DENOTE

LOCATION AND LAYOUT PATTERN WHERE PLACEMENT IS

CRITICAL. THE ARCHITECTURAL DRAWINGS DO NOT REPRESENT

COMPLETE SYSTEMS THAT ARE SHOWN ON OTHER DRAWINGS.

REFER TO MECHANICAL DRAWINGS FOR TYPES AND SIZES OF

SUPPLY DIFFUSERS AND RETURN GRILLES.

LIGHT FIXTURES, ALARM DEVICES, AND EXIT SIGNS MAY BE

SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS

FOR LAYOUT CLARITY ONLY. SEE ELECTRICAL DRAWINGS FOR

TOTAL QUANTITIES AND OTHER REQUIREMENTS

REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SCHEDULE AND

LIGHTING FIXTURES NOT SHOWN ON ARCHITECTURAL

DRAWINGS.

WHERE AN ITEM IS MOUNTED ON THE CEILING, IT SHALL BE

CENTERED ON THE ELEMENT (CEILING TILE, GYPSUM BOARD

BAND, ETC) IN WHICH IT IS PLACED, UNLESS INDICATED

OTHERWISE.

CEILING HEIGHTS ARE BASED ON DIMENSION ABOVE FINISH

FLOOR. (TYPICAL)

CONTRACTOR TO INSTALL CEILING GRID TIE WIRES AS PER CODE.

GRID TIE WIRES TO ATTACH TO STRUCTURE ABOVE. DO NOT

ATTACH TO HVAC DUCTWORK, ELECTRICAL EQUIPMENT, ETC.

CONTRACTOR WILL BE RESPONSIBLE TO NOTIFY ARCHITECT

IMMEDIATELY FOR ANY CONFLICTS WITHIN REFLECTED CEILING

PLAN PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE LOCATION OF ALL ABOVE

CEILING SYSTEMS INCLUDING BUT NOT LIMITED TO DUCTWORK,

ETC. TO AVOID CONFLICT WITH LIGHT FISTURES AND OTHER

CEILING MOUNTED ITEMS BASED ON THE CEILING HEIGHTS

SHOWN ON THE PLANS.

REFER TO FINISH SCHEDULE FOR CEILING FINISH SPECS.

CONTRACTOR SHALL ADVISE THE OWNER THAT AN 18" MIN.

VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE

BOTTOM OF THE EXTENDED SPRINKLER HEADS AND THE TOP OF

ANY FILES, SHELVING, LOCKERS, ETC.

SEE FLOOR PLAN GENERAL NOTE 10.

SHEET NOTES

1.

2.

3.

SEE SHEET A-102 FOR ROOF PLAN

SEE SHEET A-501 FOR PARTITION TYPES

SEE SHEET A-601 FOR DOOR, WINDOW AND LOUVER SCHEDULE

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

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A-101

FIRST FLOOR PLAN &

REFLECTED CEILING PLAN

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

SEW

CDA

1/4" = 1'-0"1 FIRST FLOOR PLAN

1/4" = 1'-0"2 FIRST FLOOR REFLECTED CEILING PLAN

N N

KEYNOTES

KEY

VALUE DESCRIPTION

043 48" HGT. SAFETY STEEL BOLLARD. REFER TO CIVIL DRAWINGS FOR FINAL

SIZE AND LOCATIONS

056 NEW CONCRETE CURB, REFER TO CIVIL PLAN

059 FOR NEW CONCRETE AREA AROUND PROPOSED BUILDING ,REFER TO CIVIL

PLAN. NEW CONCRETE TO MATCH EXISTING CONCRETE FINISH

148 CONCRETE PAD FOR A/C UNIT. COORDINATE SIZE WITH MECHANICAL

DRAWING

204 4X4 ALUMINUM GUTTER PAINTED TO MATCH ARCHITECTURAL CANOPY. SEE

ROOF PLANS LOCATION.

205 6X6 ALUMINUM GUTTER PAINTED TO MATCH FASCIA. SEE ROOF PLANS

LOCATION.

207 6x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA AND WALL

COLOR AND TO BE CONNECTED WITH STORM WATER DRAIN SYSTEM. SEE

ROOF PLANS LOCATION

208 4x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA AND WALL

COLOR AND TO BE CONNECTED WITH STORM WATER DRAIN SYSTEM. SEE

ROOF PLANS LOCATION

231 30"x 20" ACCESS PANEL. SEE DETAIL 6/A504

253 FIRE EXTINGUISHER

341 SHELVING UNIT 18 INCH DEEP, SELECTED BY OWNER, INSTALLED BY

CONTRACTOR

342 AUTOMATIC TICKET DISPENSER (OWNER PROVIDE)

343 TICKET SERVICE WINDOW WITH MICROPHONE SYSTEM, FOR WINDOW

DETAILS, REFER TO WINDOW SCHEDULE

347 2x12" FASCIA

349 EDGE OF ROOF

351 2x8" FASCIA AT EXTENDED ROOF WITH SUPPORT BRACKETS ABOVE

355 CONTINUOUS 4" WIDE GALV. METAL STUCCO SOFFIT VENT- KEEP VENT

HOLES CLEAR

359 WATER HEATER W/ OVERFLOW PAN- REFER TO MEP PLANS

360 WALL MOUNTED LIGHT FIXTURE. RE:ELECTRICAL DWGS.

363 METAL CANOPY BY SPECIALTY ENGINEER, SHOP DWG. TO BE PROVIDED FOR

ARCHITECT APPROVAL. POWER COATED FINISH,REFER TO PAINT COLOR

LEGEND.

437 SECURITY CAMERAS, REFER TO A-101 FOR LEGEND

441 MOP SINK.

442 ACCESSIBLE HI-LO DRINKING FOUNTAIN W/ BOTTLE FILLER (ELKA

VRCTL8WSK) VANDAL RESISTANT/ STAINLESS STEEL

444 MOP SINK FAUCET

445 MOP AND BROOM HOLDER UNIT

ROOF GENERAL NOTES

1.

2.

3.

4.

CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS

AND OPENINGS WITH MEP AND STRUCTURAL DWGS.

ALL WOOD IN CONTACT WITH MASONRY, STEEL OR CONCRETE

SHALL BE PRESSURE TREATED. DIFFERENT MATERIALS SHALL BE

SUITABLY ISOLATED WHEN IN CONTACT.

ALL METAL ACCESSORIES SHALL CONFORM TO SMACNA

STANDARDS AND SHALL COMPLY WITH FBC.

ROOFING SHALL COMPLY WITH FBC HIGH VELOCITY HURRICANE

ZONE REQUIREMENTS AND SHALL BE INSTALLED PER RAS 115

AND MANUFACTURER'S INSTRUCTIONS.

A-201

A-201

A-201

A-301

A-301

A

B

C

1/4 "/1

" 1/4"/12"

A-5023

A-502

SL

O

PE

6"

FT

SL

O

PE

6"

FT

EXISTING ROOF AT TRAIN WAITING AREA

229a

C2 C2

C2 C2

300205357

205352

229a

SL

O

PE

6"

FT

SL

O

PE

6"

FT

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

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A-102

ROOF PLAN

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

SEW

CDA

1/4" = 1'-0"1 ROOF PLAN

KEYNOTES

KEY

VALUE DESCRIPTION

149 CANOPY SUPPORT INSTALLED AS PER MANUFACTURER'S

RECOMMENDATION

204 4X4 ALUMINUM GUTTER PAINTED TO MATCH ARCHITECTURAL

CANOPY. SEE ROOF PLANS LOCATION.

205 6X6 ALUMINUM GUTTER PAINTED TO MATCH FASCIA. SEE

ROOF PLANS LOCATION.

210 SINGLE-PLY 60mm TPO ROOF ROOF SYSTEM

229 SCUPPER. SEE DETAIL AT A-502

229a OVERFLOW EMERGENCY SCUPPER. SEE DETAIL AT A-502

300 ROOF CRICKET AT 1/4:12 SLOPE.

352 PREFAB CUPOLA. STYLE: JAMESTOWN-LOUVERED WITH

COPPER ROOF BY CUPOLAS DIRECT

357 ASPHALT COMPOSITION ARCHITECTURAL STYLE SHINGLE

OVER 30 # FELT UNDERLAYMENT OVER ROOF SHEATHING.

MIN. 15 YEARS WARRANTY

363 METAL CANOPY BY SPECIALTY ENGINEER, SHOP DWG. TO BE

PROVIDED FOR ARCHITECT APPROVAL. POWER COATED

FINISH,REFER TO PAINT COLOR LEGEND.

N

A

B

C

3 12

EPXY-1

EPB

ACT

GWB/PT-1

TICKETS

UNISEX STAFF RESTROOM

UNISEX STAFF RESTROOM

FEMALE PUBLIC RESTROOM

MALE PUBLIC RESTROOM

ELECTICAL ROOM/ I.T.

STORAGE

EPXY-1

EPB

GWB

WT-1

EPXY-1

EPB

GWB

WT-1

EPXY-1

EPB

GWB

WT-1

EPXY-1

EPB

GWB

WT-1

SC-1

EMP

GWB

EMPT-2/GWB/WT

SC-1

EMP

GWB

EMPT-2/GWB

FINISH LEGEND

XX

XX

XX

XX

FLOOR

BASE

WALL

CEILING

WALL MATERIAL TAG

PT - PAINT

CG - CORNER GUARD

WT - WALL TILE

GWB - GYPSUM WALL BOARD

(PAINTED)

CG - CORNER GUARD

EMPT - EXPOSED MASONRY

PAINTED

EPX-P - EPOXY PAINT

BASE MATERIAL TAG

RB - RUBBER BASE

EMP - EXPOSED MASONRY

(PAINTED)

EPB - STONTEC EPOXY

INTEGRAL BASE

COLOR: SEE FINISH LIST

BT - TILE BASE

MILLWORK MATERIAL TAG

SS - SOLID SURFACE

PL - PLASTIC LAMINATE

CEILING MATERIAL TAG

ACT - ACOUSTICAL CEILING

TILE

GWB - DENSEGLASS BOARD

(PAINTED)

STUCCO- EXTERIOR SOFFIT W/

STUCCO FINISH

(PAINTED)

FLOOR MATERIAL TAG

EPXY - STONTEC EPOXY FLOORING

COLOR: SEE FINISH LIST

SC - SEALED CONCRETE

STS - STONHARD "STONSHIELD"

REFER TO WALL FINISH NOTES

FINISH NOTES

1.

2.

3.

4.

5.

6.

7.

8.

A.

B.

C.

D.

E.

9.

ALL FINISHES TO HAVE CLASS A FIRE RATING AND SHALL COMPLY

WITH FBC & NFPA STANDARDS (ASTM E84 AND CAN/ULC S102) -

FLAME SPREAD INDEX 25 OR LESS, SMOKE DEVELOPED INDEX 50

OR LESS, INCLUDING COMPLIANCE WITH FFPC 101 7th ED. SECTION

10.2.2 REFER TO SHEET GN-001.

VERIFY THAT FINISHES OF SUBSTRATES COMPLY WITH

TOLERANCES AND OTHER REQUIREMENTS AND THAT SUBSTRATES

ARE FREE OF CRACKS, RIDGES, DEPRESSIONS, SCALE AND

FOREIGN DEPOSITS THAT MIGHT INTERFERE WITH INSTALLATION.

PRIOR TO INSTALLATION OF ALL/ANY FLOORING, THE MOISTURE

CONTENT OF CONCRETE SLABS SHALL BE TESTED TO VERIFY

MOISTURE LEVELS MEET THE MANUFACTURER

RECOMMENDATIONS.

MOISTURE TEST / HUMIDITY LEVELS MUST BE IN COMPLIANCE WITH

MANUFACTURER RECOMMENDATIONS PRIOR TO INSTALLATION OF

ALL/ANY PRODUCTS.

INSTALLATION OF ALL/ANY INTERIOR FINISHES, FLOORING,

MILLWORK, ETC., SHALL MEET MANUFACTURER

RECOMMENDATIONS AND REQUIREMENTS.

PROVIDE SHOP DRAWINGS FOR ALL FINISHES. INCLUDE IN SHOP

DRAWINGS SUBMITTAL, SAMPLES & MATERIAL DATA SHEETS OF

ALL FINISHES FOR REVIEW AND APPROVAL BY ARCHITECT / OWNER

PRIOR TO ORDERING AND INSTALLATION.

WALL FINISHES SHALL EXTEND 6" ABOVE CEILING MIN. U.O.N.

TRANSITION / THRESHOLD NOTES:

COORDINATE HEIGHTS WITH FLOOR FINISH MATERIAL

THICKNESS.

HEIGHT OF TRANSITION STRIP SHALL BE 1/2" MAX. U.N.O.

COORDINATE TRANSITION STRIP WITH MANUFACTURER.

REFER TO FINISH PLAN AND SCHEDULE FOR ACTUAL FLOOR

FINISHES.

COORDINATE LOCATION OF STOP STRIP AND THRESHOLD WITH

DOOR SWING.

EXTEND FLOOR FINISH BENEATH COUNTER WHERE BASE CABINETS

DO NOT EXTEND TO THE FLOOR, OR ARE NOT PRESENT.

WALL FINISHES NOTES

TICKETS: PAINTED GYPBOARD EPOXY PAINT

ELECTRICAL ROOM: PAINTED CMU SEMIGLOSS PAINT

STORAGE: CERAMIC TILE AND PAINTED CMU AND GYPBOARD

SEMIGLOSS PAINT

WT-1: WALL TILE TO TOP OF WALL U.O.N.

MFTRS, SIZES, PATTERNS & COLORS TO BE SELECTED

2' -1

0" 4"

2" 1'

-3

2" 1'

-3

2" 1'

-8

7' -6

9' -0

OPEN

2" 1'

-3

2" 1'

-3

2" 1'

-8

BA

SE

C

AB

IN

ET

2' -1

0"

OPEN FOR

CASHIER'S

CHAIR

W1

O

PE

N S

H

EL

VE

S

3' -0

7' -6

9'

-0

A-103

A-103

A

B

U

PP

ER

1'

-0

C O

U N

TE

R

1' -6

1'-9"

UPPER CAB.

2'-6"

4'-

1/ 2"

EQ.

EQ.

11 5/8"

COUNTER

1'-6"

TICKETS

T.

O

. C O

U N

TE

R

TO

P

3' -6

U/C.

SAFE

BOX

268a

7' -0

" M

IN

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 727.489.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

DRAWN BY

PRINTED:24X36 SHEET

ARCH D

STAMP AREA

ARCH D

6/19/2024 12:22:09 PM

6/19/2024 12:22:09 PM

6/19/2024 12:22:09 PM

A-103

FINISH FLOOR PLAN,

ENLARGED TICKET

COUNTER + SCHEDULE

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

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CITY OF OCALA

501 NE 1st Ave.

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SEW

CDA

1/4" = 1'-0"1 FIRST FLOOR PLAN

FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALL

CEILING

MILLWORK

REMARKSFIELD ACCENT COUNTER BASE CAB.

UPPER

CAB. /

SHELVING BASE

101 TICKETS EPXY-1 EPB GWB/PT-1 ACT GREY

MELAMINE

GREY

MELAMINE

RESILIE

NT

102 STORAGE SC-1 EMP EMPT-2/GWB/

WT

GWB

103 ELECTICAL ROOM/ I.T. SC-1 EMP EMPT-2/GWB GWB

104 MALE PUBLIC RESTROOM EPXY-1 EPB WT-1 GWB

105 FEMALE PUBLIC RESTROOM EPXY-1 EPB WT-1 GWB

106 UNISEX STAFF RESTROOM EPXY-1 EPB WT-1 GWB

107 UNISEX STAFF RESTROOM EPXY-1 EPB WT-1 GWB

FINISHES LIST

SYMBOL PRODUCT MANUFACTURER MODEL / STYLE UNIT SIZE COLOR / FINISH REMARKS

CEILING

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG RANDOM FISSURED 2'x2'

GWB DENSEGLASS BOARD CEILING GEORGIA PACIFIC DENSARMOR PLUS

FLOORING

EPXY-1 EPOXY FLOORING STONHARD STONETEC ERF BLUE QYARRY-LARGE

FLAKES

SC-1 SEALED CONCRETE NEOGARD SKYGARD HD CLEAR

MILLWORK

PL-1 HIGH PRESSURE PLASTIC

LAMINATE

KRAFTMAID OR EQUAL **VANTAGE TO MATCH INGOT GRAY

FROM PANOLAM OR EQUAL

S-1 SOLID SURFACE LX HAUSYS QUARTZ/RESIN LENTO

PAINT/STAIN

PT-1 INTERIOR PAINT SHERWIN WILLIAMS SW7071 SATIN INTERIOR WALLS AT TICKETING AREA PT-2 EXTERIOR PAINT SHERWIN WILLIAMS SW7073 SEMIGLOSS INTEIOR WALLS AT STORAGE AREAS/ ROOF

FASCIA AND GUTTERS

PT-3 EXTERIOR PAINT SHERWIN WILLIAMS SW7665 SEMIGLOSS DOORS

PT-4 NOT USED

WT-1 WALL TILE TBD TBD TBD

TRANSITION STRIP

TH-1 ALUMINUM THRESHOLD JHONSONITE

WALL BASE

EPB EPOXY INTEGRAL BASE STONHARD STONETEC ERF TO MATCH FLOORING EPXY-1

TB-1 TILE COVE BASE TO MATCH WALL TILES

1/2" = 1'-0"3 INT. ELEVATION - WORKING DESK

1/2" = 1'-0"4 INT. ELEVATION - TICKET WINDOW

NN

1/2" = 1'-0"2 ENLARGED FLOOR PLAN- TICKET COUNTER

CL O

F

WIN

DOW

KEYNOTES

KEY

VALUE DESCRIPTION

214 ADJUSTABLE STOOL, OWNER PROVIDE

268a COUNTER (MATCH TICKET WINDOW) W/ 4" FRONT APRON

RECESSED 1 1/2" W/ 4"HT. BACKSPLASH BACK AND SIDES

269 WOOD COUNTER SUPPORTS (3)SIDES - PAINT TO MATCH

WALL

270 SAFE(BY OWNER)

341 SHELVING UNIT 18 INCH DEEP, SELECTED BY OWNER,

INSTALLED BY CONTRACTOR

437 SECURITY CAMERAS, REFER TO A-101 FOR LEGEND

1/2" = 1'-0"5 INT. ELEVATION- WORKING DESK W/ UC. SAFE BOX

No: Description: Date:

Sean Williams Florida Seal

ITEM EXTERIOR PAINT COLOR

PAINT # 1 SW 7071 GRAY SCREEN

PAINT LEGEND

PT-1

PAINT # 2 SW 7073 NETWORK GRAYPT-2

ACTUAL COLORS MAY VARY FROM WHAT IS DEPICTED ON THE

SHEET.

PAINT # 3 SW 7665 WALL STREETPT-3

SHEET NOTES

1.

2.

3.

SE SHEET A-103 FOR FINISH FLOOR AND FINISH SCHEDULE

SEE SHEET A-501 FPR PARTITION TYPES

SEE SHEET A-601 FOR DOOR AND WINDOW SCHEDULE

FIRST FLOOR

0"

TOP OF WALL

10'-0"

T.O. PARAPET

15'-0"

GRADE

-1/2"

TOP OF RIDGE

14'-1"

ABC

229a

1'-6"

EQ EQ

PT-1

5' -9

/2

4"

2' -1

0"

TYP.

16" TYP.

W1

343 342

12" 6"

PT-2

PT-1

FIRST FLOOR

0"

TOP OF WALL

10'-0"

T.O. PARAPET

15'-0"

GRADE

-1/2"

31 2

229a

362437

9'-2"

TYP.

1'-4"

8" 1'

-0

PT-1

PT-1

PT-2

PT-2360360

TO

B

O

TT

. O F

TR

IM

B

AN

D 5'

-1 0"

TO

B

O

TT

. O F

SC

O

N C

E (T

YP

6' -6

PT-1

PT-3

FIRST FLOOR

0"

TOP OF WALL

10'-0"

T.O. PARAPET

15'-0"

GRADE

-1/2"

3 12352

PT-1

PT-1

PT-2

PT-3PT-3

L2

W1

102103

229a361357 437

TYP.

TYP.

12" 6"

360 360

1'-6" 1'-6"

O

TT

. O F

SC

O

N C

E (T

YP

6' -6

TO

B

O

TT

O F

LO

U

VE

R

9' -6

PT-1

PT-2

FIRST FLOOR

0"

TOP OF WALL

10'-0"

T.O. PARAPET

15'-0"

GRADE

-1/2"

TOP OF RIDGE

14'-1"

A B C

ID SIGN

PROVIDE

D BY

OWNER

12" 6"

PT-2

L1

356 352

TYPICA

L OF 3

PT-1

PT-1

PT-2

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

DRAWN BY

PRINTED:24X36 SHEET

ARCH D

5/28/2024 6:09:51 PM

5/28/2024 6:09:51 PM

A-201

EXTERIOR ELEVATIONS

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

SEW

CDA

KEYNOTES

KEY

VALUE DESCRIPTION

052 STEEL BOLLARD. SEE CIVIL DWGS.

060 EXISTING COVERED BOARDING TRAIN STRUCTURE AREA

BEYOND

143 CONCRETE HOUSEKEEPING PAD. COORDINATE SIZE WITH

EQUIPMENT PLANS

149 CANOPY SUPPORT INSTALLED AS PER MANUFACTURER'S

RECOMMENDATION

205 6X6 ALUMINUM GUTTER PAINTED TO MATCH FASCIA. SEE

ROOF PLANS LOCATION.

207 6x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA

AND WALL COLOR AND TO BE CONNECTED WITH STORM

WATER DRAIN SYSTEM. SEE ROOF PLANS LOCATION

208 4x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA

AND WALL COLOR AND TO BE CONNECTED WITH STORM

WATER DRAIN SYSTEM. SEE ROOF PLANS LOCATION

210 SINGLE-PLY 60mm TPO ROOF ROOF SYSTEM

229 SCUPPER. SEE DETAIL AT A-502

229a OVERFLOW EMERGENCY SCUPPER. SEE DETAIL AT A-502

342 AUTOMATIC TICKET DISPENSER (OWNER PROVIDE)

343 TICKET SERVICE WINDOW WITH MICROPHONE SYSTEM, FOR

WINDOW DETAILS, REFER TO WINDOW SCHEDULE

347 2x12" FASCIA

352 PREFAB CUPOLA. STYLE: JAMESTOWN-LOUVERED WITH

COPPER ROOF BY CUPOLAS DIRECT

353 DIGITAL SIGN (OWNER PRODIDED)

354 4x4 FOAM TRIM BAND WITH CEMENT PLASTER FINISH ATTACH

PER MANUFACTURER'S REQUIREMENTS

356 4" X 10" ROOF OVERHANG BRACKETS

357 ASPHALT COMPOSITION ARCHITECTURAL STYLE SHINGLE

OVER 30 # FELT UNDERLAYMENT OVER ROOF SHEATHING.

MIN. 15 YEARS WARRANTY

360 WALL MOUNTED LIGHT FIXTURE. RE:ELECTRICAL DWGS.

361 4" X 8" DECORATIVE WALL OPENING. TYPICAL.

362 1" X 12" WOOD FASCIA NAILER. REFER TO PAINT LEGEND FOR

COLOR SELECTION.

363 METAL CANOPY BY SPECIALTY ENGINEER, SHOP DWG. TO BE

PROVIDED FOR ARCHITECT APPROVAL. POWER COATED

FINISH,REFER TO PAINT COLOR LEGEND.

437 SECURITY CAMERAS, REFER TO A-101 FOR LEGEND

442 ACCESSIBLE HI-LO DRINKING FOUNTAIN W/ BOTTLE FILLER

(ELKA VRCTL8WSK) VANDAL RESISTANT/ STAINLESS STEEL

509 CONDENSING UNIT OVER CONCRETE SLAB. SEE MECHANICAL

PLANS

510 EXTERIOR GRADE THIN BRICK VENEER EQUAL TO BELDEN

BRICK TYPE 'TBX' (SELECT)- COLOR & TEXTURE TO BE

SELECTED FROM ANY/ALL AVAILABLE

1/4" = 1'-0"1 EAST ELEVATION

1/4" = 1'-0"2 NORTH ELEVATION

1/4" = 1'-0"3 SOUTH ELEVATION

1/4" = 1'-0"4 WEST ELEVATION

SHEET NOTES

2.

3.

4.

5.

SEE SHEET A-101 FOR FLOOR & REFLECTED CEILING PLANS

SEE SHEET A-102 FOR ROOF PLAN

SEE SHEET A-103 FOR FINISH FLOOR PLAN & FINISH SCHEDULE

SEE SHEET A-501 FOR PARTITION TYPES

SEE SHEET A-601 FOR DOOR AND WINDOW SCHEDULE

FIRST FLOOR

0"

TOP OF WALL

10'-0"

TOP OF FOOTING

-1'-4"

T.O. PARAPET

15'-0"

GRADE

-1/2"

A B C

12"

6"

5' -0

A-302

STORAGE

UNISEX

STAFF

RESTROOM

FIRST FLOOR

0"

TOP OF WALL

10'-0"

TOP OF FOOTING

-1'-4"

T.O. PARAPET

15'-0"

GRADE

-1/2"

31 2

4" M

AX

C1

C2 C2

B2

B3 B3

C3A-302

229a 361 357000-----GENERAL

SITE

000-----GENERAL

SITE

TICKETS

UNISEX

STAFF

RESTROOM

FEMALE

PUBLIC

RESTROOM

MALE

PUBLIC

RESTROOM

1/

4"

510 510

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

DRAWN BY

PRINTED:24X36 SHEET

ARCH D

5/28/2024 6:10:00 PM

5/28/2024 6:10:00 PM

A-301

BUILDING SECTIONS

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

SEW

CDA

KEYNOTES

KEY

VALUE DESCRIPTION

000-----GENE

RAL SITE

052 STEEL BOLLARD. SEE CIVIL DWGS.

149 CANOPY SUPPORT INSTALLED AS PER MANUFACTURER'S

RECOMMENDATION

204 4X4 ALUMINUM GUTTER PAINTED TO MATCH ARCHITECTURAL

CANOPY. SEE ROOF PLANS LOCATION.

205 6X6 ALUMINUM GUTTER PAINTED TO MATCH FASCIA. SEE

ROOF PLANS LOCATION.

207 6x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA

AND WALL COLOR AND TO BE CONNECTED WITH STORM

WATER DRAIN SYSTEM. SEE ROOF PLANS LOCATION

229a OVERFLOW EMERGENCY SCUPPER. SEE DETAIL AT A-502

342 AUTOMATIC TICKET DISPENSER (OWNER PROVIDE)

344 ACCENT STUCCO FLAT TRIM (TYP. AROUND THE BUILDING.

REFER TO ELEVATIONS)

347 2x12" FASCIA 354 4x4 FOAM TRIM BAND WITH CEMENT PLASTER FINISH ATTACH

PER MANUFACTURER'S REQUIREMENTS

355 CONTINUOUS 4" WIDE GALV. METAL STUCCO SOFFIT VENT-

KEEP VENT HOLES CLEAR

357 ASPHALT COMPOSITION ARCHITECTURAL STYLE SHINGLE

OVER 30 # FELT UNDERLAYMENT OVER ROOF SHEATHING.

MIN. 15 YEARS WARRANTY

360 WALL MOUNTED LIGHT FIXTURE. RE:ELECTRICAL DWGS.

361 4" X 8" DECORATIVE WALL OPENING. TYPICAL.

363 METAL CANOPY BY SPECIALTY ENGINEER, SHOP DWG. TO BE

PROVIDED FOR ARCHITECT APPROVAL. POWER COATED

FINISH,REFER TO PAINT COLOR LEGEND.

364 DECORATIVE WOOD BRACKET, AVAILABLE AT

PRO-WOOD-MARKET (800-915-5110 FAX: 888-540-9610) OR

EQUAL. REFER TO DETAIL 3/A-301

437 SECURITY CAMERAS, REFER TO A-101 FOR LEGEND

510 EXTERIOR GRADE THIN BRICK VENEER EQUAL TO BELDEN

BRICK TYPE 'TBX' (SELECT)- COLOR & TEXTURE TO BE

SELECTED FROM ANY/ALL AVAILABLE

1/2" = 1'-0"1 BUILDING CROSS SECTION

1/2" = 1'-0"2 BUILDING LONGITUDINAL SECTION

6" = 1'-0"3 WOOD BRACKETS

SHEET NOTES

2.

3.

4.

5.

SEE SHEET A-101 FOR FLOOR & REFLECTED CEILING PLANS

SEE SHEET A-102 FOR ROOF PLAN

SEE SHEET A-103 FOR FINISH FLOOR PLAN & FINISH SCHEDULE

SEE SHEET A-501 FOR PARTITION TYPES

SEE SHEET A-601 FOR DOOR AND WINDOW SCHEDULE

FIRST FLOOR

0"

TOP OF FOOTING

-1'-4"

T.O. PARAPET

15'-0"

GRADE

-1/2"

A-502

M

AX

4"

229a

A-502

C2

A1

A-502

C1

TICKETS

FIRST FLOOR

0"

TOP OF WALL

10'-0"

TOP OF FOOTING

-1'-4"

GRADE

-1/2"

C

12"

6"

A-502

STORAGE

C1

7"

6"

FLORIDA LIC No: AR95989

Carbon design & architecture 263 13th Avenue South Suite 375 St. Petersburg, FL 33701 O:: 941.362.4312 W:: www.carbonAE.com

Project No:

PROJECT DATA

Project Na:

CLIENT DATA

Client:

ARCHITECT DATA

ENGINEER DATA

ISSUE + REVISION DATA

ARCHITECTURE SEAL

CHECKED BY

DRAWN BY

PRINTED:24X36 SHEET

ARCH D

5/28/2024 6:10:08 PM

5/28/2024 6:10:08 PM

A-302

WALL SECTIONS

100% CD's Set

05.28.2024

24020

OCALA SUNTRAN

RESTROOMS & KIOSK

CITY OF OCALA

501 NE 1st Ave.

Ocala, FL 34470

SEW

CDA

KEYNOTES

KEY

VALUE DESCRIPTION

056 NEW CONCRETE CURB, REFER TO CIVIL PLAN

108 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS

149 CANOPY SUPPORT INSTALLED AS PER MANUFACTURER'S

RECOMMENDATION

150 CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS

205 6X6 ALUMINUM GUTTER PAINTED TO MATCH FASCIA. SEE

ROOF PLANS LOCATION.

207 6x4 ALUMINUM DOWNSPOUT PAINTED TO MATCH THE FASCIA

AND WALL COLOR AND TO BE CONNECTED WITH STORM

WATER DRAIN SYSTEM. SEE ROOF PLANS LOCATION

229a OVERFLOW EMERGENCY SCUPPER. SEE DETAIL AT A-502

247 10-MILS PER ACI 302.2R VAPOR BARRIER

342 AUTOMATIC TICKET DISPENSER (OWNER PROVIDE)

347 2x12" FASCIA 354 4x4 FOAM TRIM BAND WITH CEMENT PLASTER FINISH ATTACH

PER MANUFACTURER'S REQUIREMENTS

355 CONTINUOUS 4" WIDE GALV. METAL STUCCO SOFFIT VENT-

KEEP VENT HOLES CLEAR

360 WALL MOUNTED LIGHT FIXTURE. RE:ELECTRICAL DWGS.

361 4" X 8" DECORATIVE WALL OPENING. TYPICAL.

363 METAL CANOPY BY SPECIALTY ENGINEER, SHOP DWG. TO BE

PROVIDED FOR ARCHITECT APPROVAL. POWER COATED

FINISH,REFER TO PAINT COLOR LEGEND.

437 SECURITY CAMERAS, REFER TO A-101 FOR LEGEND

446 CMU WALL

510 EXTERIOR GRADE THIN BRICK VENEER EQUAL TO BELDEN

BRICK TYPE 'TBX' (SELECT)- COLOR & TEXTURE TO BE

SELECTED FROM ANY/ALL AVAILABLE

1" = 1'-0"1 WALL SECTION A

1" = 1'-0"2 WALL SECTION B

CLR.

30" MIN.

CLEARANCE AT LAVATORY

NOTE: ADA FLOOR

MOUNTED

17"AUDIO/VISUAL STROBE

LIGHT SWITCH (S)

PULL STATION

THERMOSTAT

PANIC BUTTON (IF APPLICABLE)

6"

WALL MOUNTED PORTABLE FIRE

EXTINGUISHER (IF APPLICABLE)

EDGE OF WALL OR H.M. FRAME

" T

O T

O P

" M

AX

8" 8"

MOUNTING ELEVATIONS

C

LR

" M

IN

R

EF

LE

C

TI

VE

S U

R

FA

C E

" M

AX

. A

FF

T

O

BO

TT

O

M O

F

MIRRO

R

NOTE: LAVATORY MUST

COMPLY WITH KNEE AND TOE

CLR. DETAIL "J".

CLEARANCE AT WATER CLOSET

60" MIN. CLR.

" M

IN

. C

LR

LAVATORY TO BE

INSTALLED OUTSIDE

OF WATER CLOSET

CLEAR FLOOR

SPACE AREA

FI

XE

D

" G R

AB

B

AR

36" GRAB BAR

CLEARANCE AT DRINKING FOUNTAIN

CLR.

30" MIN.

C

LR

" M

IN

18"

NOTE: DRINKING FOUNTAIN MUST

COMPLY WITH KNEE AND TOE CLR.

DETAIL "L".

FR

O

N T

EL

EV

R

EF

ER

T O

KNEE AND TOE CLEARANCE

8" MIN.

11" MIN. 6" MAX.

" M

IN

9"

LK

OB

P

TO

S

PO

U

T

TO

S

PO

U

T

" M

AX

DRINKING FOUNTAIN

FRONT ELEVATION

M

" M

IN

" A

FF

NOTES:

1) LAVATORY SHALL BE SECURELY

ANCHORED TO WITHSTAND AN APPLIED

VERTICAL LOAD OF NOT LESS THAN 250

LBS ON THE FIXTURE FRONT.

2) EXPOSED PIPES AND SURFACES

MUST BE INSULATED AND NO SHARP

OR ABRASIVE SURFACES SHALL BE

EXPOSED UNDER LAVATORY.

1.

2.

NOTES:

DRINKING FOUNTAIN SHALL BE

SECURELY ANCHORED TO

WITHSTAND AN APPLIED VERTICAL

LOAD OF NOT LESS THAN 250 LBS

ON THE FIXTURE FRONT.

PROVIDE WATER RESISTANT

GYP.BD. FULL HEIGHT & WIDTH OF

BACK AND SIDE ALCOVE WALLS.

" F

IX

ED

FIXED

12"

M

IN

NOTE: ADA WALL

MOUNTED

CLEARANCE AT WATER CLOSET

LAVATORY TO BE

INSTALLED OUTSIDE

OF WATER CLOSET

CLEAR FLOOR

SPACE AREA

36" GRAB BAR

OC

FIXED

12"

17"

" M

IN

. C

LR

60" MIN. CLR.

NOTE: ADA FLOOR

MOUNTED

CLEARANCE AT LAVATORY AND WATER CLOSET

36" GRAB BAR

OA

FIXED

12"

17"

" M

IN

. C

LR

60" MIN. CLR.

FI

XE

D

" G R

AB

B

AR

WITHIN PARTITION

86" CLR.

" M

IN

. C

LR

15" MIN.

N ø 5'-

0"

TYP. ADA COMPLIANT WATER CLOSET ELEVATION AND CLEARANCES REQUIRED

WALL AND FLOOR MOUNTED

36" GRAB BAR

FIXED

17"

METAL BACKING AS

PER FACBC 609.8

WALL FINISH

GRAB BAR

42"

FIXED

12"

WALL AND FLOOR

MOUNTED WATER CLOSET

AND GRAB BARS AS PER

FACBC 604 (SHALL COMPLY

WITH FIG. 604.5.1 AND

604.5.2)

" M

AX

SE

AT

PROVIDE REQUIRED BACKING

FOR THE INSTALLATION OF ALL

GRAB BARS, REFER TO GRAB

BAR MOUNTING DETAIL ON

SHEET A-807

CONTRACTOR SHALL

COORDINATE INSTALLATION OF

ALL GRAB BARS AND INSTALL

THEM AT THE SAME HEIGHT

EDGE OF TOILET

8" TO FRONT

TOILET PAPER

DISPENSER

O U

TL

ET

Q

TO

F

LU

SH

V

AL

VE

" M

AX

WHERE APPLICABLE, WALL

HUNG TOILETS SHALL BE

SECURELY ANCHORED TO

WITHSTAND AN APPLIED

VERTICAL LOAD OF NOT LESS

THAN 250 LBS.

54" FIXED

FIXED

24"

FIXED

12"

" M

AX

FF. FF.

FI

XE

D

" G R

AB

B

AR

FF.

FF.

3) WATER SUPPLY AND DRAIN

PIPES SHALL BE INSULATED

OR PROTECTED PER FBC

ACCESSIBILITY 606.5

CARD READER

GRAB BARS: THE RANGE OF GRAB BARS IN BATHROOMS IS 33" - 36" TO THE

TOP. DIMENSION THEM TO BE 34" TO THE TOP TO ALLOW FOR CONSTRUCTION

TOLERANCES. ITEMS ABOVE GRAB BARS SHALL BE A MINIMUM OF 12" ABOVE

THE BAR OR A MINIMUM OF 1 1/2" BELOW THE GRAB BARS. THIS APPLIES TO

TOILET PAPER DISPENSERS, ETC. REACH DIMENSION IS 48" MAX AFF.

HAND

DRYER

M

AX

. A

FF

M

AX

. A

FF

FIRST HOOK (FOR

ACCESSIBILITY

COMPLIANCE)

SECON

D HOOK

PROVIDE

BLO…